HomeMy WebLinkAbout2022-01-04 Application- Plan Of Land WSP DEED RES TRI C77ONS.
THE ONLY FERTILIZERS ALLOWED FOR USE ON THIS PROPERTY LEGEND.
SHALL BE ORGANIC OR SLOW-RELEASE NITROGEN, PHOSPHORUS
FREE PRODUCT. EDP EDGE OF PAVEMENT
NON-ORGANIC PESTICIDES AND HERBICIDES USE IS PROHIBITED. Edge of pavemant /-� EX. CONTOUR
THE USE OF COAL TAR-BASED PAVEMENT SEALANTS IS PROHIBITED.
®R=84.46' 'I6
THESE STATEMENTS SHALL APPEAR AS A DEED BRENTWOOD CIRCLE 9sX7 OC SPOT GRADE
RESTRICTION TO RUN WITH THE TITLE.
BIT. BITUMINOUS
Ede of Povament
ry v v v� EX TREELINE
N25'O5'S3"W
AL 150,00' FFE RRST FLOOR ELEVA770N
cap Fnd Repay 38• I ASSESSOR REFERENCE. ® SEWER MANHOLE
-
5• SS ASSESSOR MAP 54 PARCEL 4 —G-- GAS MAIN
06• I OWNER APPLICANT.• —S— SEWER MAIN
9„$ JOHN & MICHELLE TERNULLO —IN— WATER MAIN
272 BRENTWOOD CIRCLE
6 1 I NORTH ANDOVER, MA 01845 (104,4) PROP. SPOT GRADE
1 DEED REFERENCE.-
, BOOK: 10974 PAGE: 74
sa.2'
�° Bn NOTES.•
yeo`0 1. THE TOPOGRAPHY, S17£DETAIL &SURFACE IMPROVEAfENTS DEPICTED
SERVICE HEREON KERE OBTAINED FROM A PAR77AL FIELD SURVEY CONDUCTED ON
toss INSTALLED ON
AUGUST 4, 2021 BY SULUVAN ENGINEERING GROUP, LLC.
6-2-1595 2. THE LOCA77ON OF ALL UNDERGROUND U77U77ES SHOWN ARE APPROXIMATE
AND ARE BASED UPON A PAR77AL RELD SURD AND COMPILA77ON OF
101.7 I �O�c'�pt' PLANS OF RECORD. THE DESIGN ENGINEER DOES NOT WARRANTY NOR
Ex. Bit Conc SS GUARANTEE THE LOCA77ON OF ALL U77L177ES DEPICTED OR NOT DEPICTED.
Driveway IM7 y5 THE CONTRACTOR, PRIOR TO COMMENCEMPVT OF CONS RUCTON, SHALL
,a Y low I �� 7VEPJFY 7HE 47 77ON OF ALL U77LI77ES'AND CONTACT DIG SAFE AT
Walkway J. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS
,s 3p 2 WHICH MAY EXIST: A REASONABLE AND DIUGETIT AT7EMPT HAS BEEN MADE
TO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND. HOKEVET, THIS
1OU7 FFE�1p7.Y z DOES NOT C0NS7777U7E A GUARANTEE THAT NO SUCH EASEMENTS EXIST
1 - $ 4. 7HE£1_EVATONS DEPICTED HEREON WERE BASED UPON AN ASSUMED DATUM.
1 x Ex 2 Story LE 5. THE LOGOS PROPERTY IS NOT LOCATED WTHW A FLOOD ZONE AS DEPICTED
2 Cor wood Frame / ° y� ON THE LA7EST FLOOD INSURANCE RATE MAP.
o Garage Structure :E
IMPERVIOUS AREA INCREASE-
7
1 B tl 9n0
toss E,- PROP. INGROUND POCL: 684 S.F.
PROP. POOL PATIO: 380 S.F.
1
wk
4 s g 1072 / c PROP. SHED: 288 S.F.
t11 1
m% , o ,H low Ex Path � � TOTAL:- %352 S_F
3 law
1
G � ON air tos■c -i
"rc , 62' 105'—'1 U
mat a� ° L 0T INFORMA 770N.-
1 / 1 ` THIS LOT WAS CREATED PRIOR TO
/r Prop. 4•NOS Syee D `1 OCTOBER 24, 1994. (OCT_ 18, 1963)
... / / Channel Drain.w/plastic
1 loss/ `/ // Igrate(Grate 0 EJ-104.2') -
/ ......_ .._ 7— 1
tors
� '-' / 1D4.5 N Prop. Min. 4 Foot Algh ZONING INFORMATION:
Prop.Min. 4 Foot Ffgh �� _ eca¢ea �/ gyp•Ingraund Poal Fence to surround pool
Fence to surround pool ! / �� / 18 x 3B' ,ns.1s path with self-closing ZONING DISTRICT: R1
patio with sef-dosing / �/ 10.s � &sBl6 latchng gates * W1fN WATERSHED DISTRICT
da io,wittcalf gates �06� / / 1a Rev�ifM.S'
MfN. BLDG. SETBACKS:
Prop. 4'Wide x 2'Deep FRONT: 30 FEET
rouz y1.3 ts 1=-D River Rock Drainage SIDE: 30 FEET
Trench. Wrap Sidewalls
in filter fabric prior to REAR : 30 FEET
stone placement
ta�� 1 � POOLS:
/ 1 Prop. 2'Wldo x 2'Deep SIDE: 10 FEET
32.0''� a River Rock Drainage
— — — — — -1 16' ___103 Trench_ Wrap Sldewalls REAR 10 FEED
Ex Treelfne In flrter fabric prior to
stone placemant
,nxa 1 Shed� B BENCHMARK CHAR -
----� iayse
— .-..-.
' ----- —ice Sm # DESCRIPTION ELEV.
O M� 0-0 a� a .�., Q SMH RIM 94.46
9
ASSUMED DATUM
LOT AREA
44,000 S.F.±
5y4' �•
Je
9T32 aMAP 54 LOT 57 a�
N/F BAD ggRO1OD CIRCLE S16 57S2 E
JAhtFs 753.75• Al
$r 7A MAP 69.L07 58 0 ,obi a4Ys
N/F IACog8 L7YPo0D MRCS a
10'Spee-D Channel IGt
SCALE 7=2C'
FEET 20 0 10 20 �a�q=a / sg��o 1,
�m�2 212 BREN77FOOD CIRCLE
PLOT PLAN OF LAND
LOCATED )N
NORTH ANDOVER, MASSACHUSETTS
rurrac J
(ESSEX COUNTY — NOR72MRY DISTRICT)
PREPARED FOR
T014N TERNULLO
OF B 1"Pi SCA . 2O' DATE. SEPT 24, 2021
nr."�x.a..isnwms�a - � hAt PRE'1°ARED I33'+�ca.my ie�.i.auv.werwu'_°i
SULLIVAN ENGINEERING GROUP, LLC
P.O. BOX 2004
IFDBURY. HA 01888
. (781) 854-8644
NONE=
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